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HomeMy WebLinkAboutPEC17-0010_S301_1508779481.pdf CIF 4);;Opilip? ia TOWN OF VAIL USE Aiti: _ 1420)1_15 � (3)-2 1/2"0 STANDARD PIPE 16d AT 6" 9PEC APPROVED 3/8"X10"X3'-2"STEEL PLATE RE:ARCH. I' 5/22/2017 12:00:00 AM WITH (2)-3/4"0 THRU-BOLTS 12 RE:ARCH. 3/8"STEEL BRACKET AT 4'-0" NAILBOARD AND RIGID 94X4 RE:PLAN 1 -/ k 12 #2 1/2 CLEVIS AND TIE ROD- RE:ARCH. WITH 3/8"X 8"X 1'-0"BASE PLATE INSULATION RE:ARCH RE:ARCH.WITH I ��I01 4X4 RE:PLAN RE:ARCH. 01 AND(4)-3/4"0 X8"LAG BOLTS RE:ARCH. 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RE:ARCH FOR (1/2"RECESS)AT 4I-0"ON CENTER _WALL BELOW SECTION 6 WA L BDLHOtENADER OR RE:PLAN ATE LRE:ARCH RE:PLAN � NOTE-AT SIM.SECTION N = CUT PROFILE 1 - TYPICAL 2x WOOD HEADER OR STEEL PLATE 3/4"= 1'-0" O Arch IteCtU re I n C WALL BELOW RE:PLAN TYPICAL SNOW GUARD DETAIL VIEW A-A • SECTION 1 424 DOSTSESECTION 14 SECTION 10 3/4"= 1'0" OWNER JOISTS RE:E:PLAN A 3/4"= 1'-0" 3/4"= 1'-0" ARCHITECT 4240 ARCHITECTURE 8" 3507 RINGSBY CT.STUITE 117 I' g 12 GA.X CONT. / / 4X4 RE: PLAN DENVER,CO 80216 12 GA.X CONT. J 4X4 RE:PLAN BENT PLATE 2 1/2" 2 1/2" RE:ARCH WITH ALPINE ENGINEERING.INC. BENT PLATE 2 1/2" 2 1/2" RE:ARCH WITH WITH(2)-#12 1, �V 1" 8"TIMBERLOK SCREW ENGINEER 34510 HIGHWAY 6 UNIT A-9 SCREWS AT 6" ' WITH(2)#12 1.. 1" 8"TIMBERLOK SCREW EDWARDS, CO 81632 12 GA.X CONTINUOUS BENT SCREWS AT 6" �' T&G DECKING I n '""rr �r^rte T&G DECKING SHERRY DORWARD PLATE WITH (2)#12 SCREWS AT 6" 9 RE:PLAN �' P.O. (2)-2X TOP PLATE 12 i ......--0011/44-11,------ 12 ' RE:PLAN ARCHITECT VAIL,CCO 81658 121/4"X 3"PLATE AT 3" � -DOUBLE WOOD JOISTS RE:ARCH. ���OWI I�,/„ �%IFROM BEAM CNTERLINE. RE:ARCH. 0 OftVAt���,vl�l��,/� ��� RE:PLAN AND 12/S301 ,,�, �,,�j,, MONROE NEWELL / 8„ / %,„ / IRE:ARCH. WELD TO BOTTOM I \ /,„8/�� \ \ / / ENGINEER 70 BENCHMARK MARK RD.SUITE 204 iii 2X6 BEARING WALL AT �i 1'-4”ON CENTER FLOOR SHEATHING St/0" " ��� �/� SUPPORTED BY RAFTERS 2 1/2" 2 1/2" lk PLATE WITH (2) 112 O04‘c I �, �/ �%� DMCE ENGINEERING 1" 1" THRU BOLTS ,�� ,��, I- �,� ��� `,�` /,,,, / ENGINEER 5737 6TH AVE. / /VAI 4/�,2X8 JOISTS AT ` T&GDECKING ,I`,` /�/�� mt.' LAKEWOOD,CO 80214 2X SILL PLATE RE: PLANI' RE:PLAN , \ ` ; Waal -��I I1 / / Enr i r 1 4 ON CENTER �/� IA 4X4 RE:PLAN = i r )( ,„ „, )( „, „, i r )( - , RE:ARCH WITH = r = ; / 1 /2"r �� 11/2" • 8"TIMBERLOK SCREW �. - M: 1II �n DOUBLE WOOD JOISTS- w; OISTS- WOOD BEAM RE:PLAN ��_ RE:PLAN AND 12/S301 1/2 PLYWOOD 1/4 X 4 X 9 TEE ' V "' r WITH (2)-3l4"0 THRU BOLTS 1/4"X 7"PLATE WOOD BEAM RE:PLAN 1/4"X 7"PLATE (1/2"RECESS)AT 4'-0"ON CENTER �AiA SHEATHING PLATE WITH 3/4"0 7111 �` WITH(4)-1/2"0 BOLTS "'lWITH (2)-3l4"0 THRU BOLTS „� ,%� ONE SIDE ONLY X 6"(EMBED) Am A "' = WITH(4)-1/2"0 ��I,`,��,� --- �jI j,,,,�/� T&G DECKING LAG BOLT EACH SIDE1/4 (1/2"RECESS)AT 4'0"ON CENTER BOLTS I STEEL PLATE ,I�\ \ ib b, i / 7 RE:PLAN ,i, PLATE WITH ( )E l2"0 A STEEL PLATE 1/4"X 7"X 8"TEE RE:PLAN / -DOUBLE WOOD JOISTS X 5"(EMBED) RE:PLAN PLATE WITH (1)-1/2"0 ��� �� �/� WOOD BEAM RE:PLAN RE:PLAN AND 12/S301 LAG BOLT EACH SIDE X 5"(EMBED) NOTE-AT SIM.JOIST WA`,I�, /��%,,� WITH (2)-3/4"0 THRU BOLTS - STUB COLUMN LAG BOLT EACH \ _ L IAIM / (1/2"RECESS)AT 4'-0"ON CENTER 1/4 X10 X1-0 STEEL RE:PLAN SIDE SECTION 2 ONE SIDE ONLY wanA . i PLATE WITH (4)-1/2"X5" „�, STEEL PLATE (EMBED)LAG BOLTS , 1/4"X4"X1' 0"KNIFE PLATE i RE: PLAN 1/4"X6"X4"KNIFE PLATE `� e' i WITH (2)-1/2"0 THRU-BOLTS j WELDED TO STEEL PLATE r STEEL BEAM DOUBLE WOOD JOISTS WITH(2)-1/2"0 THRU-BOLTS ` rP � RE:PLAN RE:PLAN i WOOD BEAM RE:PLAN n O 1/4"X 7"PLATE WITH (2)-3/4"0 THRU-BOLTS SECTION 11 WITH (4)-1/2"O BOLTS (1/2"RECESS)AT 4'-0"ON CENTER 3/4"= 1'-0" il9 STEEL PLATE 1/4"X 7"X 8"TEE PLATE I RE:PLAN 12 WITH (1)-1/2"O X 5"(EMBED) 1/4"X 3"PLATE AT 3" /r LAG BOLT EACH SIDE NOTE AT SIM.JOIST FROM BEAM CENTERLINE. 3„ RE:ARCH. < ONE SIDE ONLY WELD TO BOTTOM 010 / / ���, SECTION 15 8„ SECTION 7 PLATE WITH (2)-1/2"0 ,;,,`,•�- > 3/4"= 1'0" 12 GA.X CONT. 4X4 RE:PLAN 3/4"= 1'-0" THRU BOLTS A r BENT PLATE 2 1/2" 2 1/2" RE:ARCH WITH O WITH (2)-#12 1" 1 1" 8"TIMBERLOK SCREW T&G DECKING `\� RE:PLAN SCREWS AT 6" Y /(/,- T& PLAN tAtA t. T&G DECKING ,�; RE:PLAN 12 �I��� T&G DECKING LIJ 1_ Ln Ln Av.' ��. ����� RE:PLAN um RE:ARCH. I ��,,` �� I/ ,,/I W N ii W N : � �'y 1/4"X 4"X 9"TEE \ 0 � � CO N �$ $� ,�, PLATE WITH 3/4"0 (~ O o ���, L---J b 1/4 X9 X10 STEEL PLATE X6 (EMBED) 0 CO WAY6174‘\ ligitit4 1/4"X 3"PLATEVVil WITH (2)-1/2"X5"(EMBED) F LAG BOLT EACH SIDE LLI O� WELD TO BOTTOM LAG BOLTS DOUBLE WOOD JOISTS- LD p O z PLATE WITH(2) �` 4,, D RE:PLAN AND 12/S301 WOOD BEAM RE:PLAN cc J _ • 1/2"0 THRU BOLTS" E w 3 WITH (2)-3/4"0 THRU-BOLTS = m O (1/2"RECESS)AT 4'-0"ON CENTER N 1/4"X6"X4"KNIFE PLATE WELDED TO I J STEEL PLATE WITH (2)-1/2"O THRU BOLTS NOTE-AT SIM.SECTIONeo 2x WOOD HEADER OR STEEL PLATE M M WALL BELOW RE:PLAN o 1/4"X 7"PLATE Il WOOD BEAM WITH SDWS 0.22 O X6" 1/4"X 4"X 9"TEC O WITH (4)-1/2"0 Hj,. STAGGER BOTH SIDES OF BEAM PLATE WITH 1/2"0 I �i�� E PLANKING CO R BOLTS (COUNTERSINK WASHER HEADS X 5"(EMBED)LAG = v 11. 1"AND PLUG) RE:PLAN BOLT EACH SIDE I 12 SECTION 3 _ 7/8"PLYWOOD SHIM VIEW A-A RE:ARCH. ��ir4 3/4°= 1'0° irA SECTION 12 STUD COLUMN /�� RE:PLAN W 3/4"= 1'0" ,��,`,�,, T&G DECKING © - RE: PLAN 1/4 X6 X4 KNIFE PLATE / \ WALL BEYONDISCid- RE:PLAN WELDED TO STEEL PLATE _ WITH (2)-1/2"0 THRU-BOLTS „ -I- 12 /11 \�, 1/4"X3"PLATE AT 3" ,,� , iiii 0 -�a FROM BEAM CENTERLINE. RE:ARCH. lilie WELD TO BOTTOM \ 1/2"O2)- gml WOOD JOISTS(BEYOND) PLATE WITH (/ RE:ARCH / 1/4"X10"X1' O"STEEL PLATE V 11 VRE:PLAN THRU BOLTS 00ft WITH (4)-1/2"X5"(EMBED) 1 /� /�4X4 RE:PLAN LAG BOLTS \ / RE:ARCH / / RE:ARCH.WITH RE:PLAN - 8"TIMBERLOK SCREW \1Iv ' i n, 1/2"PLYWOOD = SHEATHING WOOD BEAM NOTCHED AROUND I _ I - \ ,. \ DOUBLE WOOD JOISTS STEEL BEAM. RE:PLAN T&G DECKING111 RE:PLAN (1/2"RECESS)AT 4'0"BON TCENTER 1 , RE: PLAN ( — DOUBLE WOOD JOISTS 1/4"X 4"X 9"TEE 1' III X RE:PLAN AND 12/S301 SECTION8 PLATE WITH 1/2"0 X 5"(EMBED) / 1/4"X 3"PLATE 3/4"= 1'-0" LAG BOLT EACH SIDE WELD TO BOTTOM WOOD BEAMRE:PLAN PLATE WITH(2) / \ / \ y+ • WITH (2)- THRU-BOLTS ® 1 1/2"0 THRU BOLTS :,. `_' (1/2"RECESS)AT 4'-0"ON CENTER to STEEL PLATE 1/4"X 4"X 9"TEE PLATE o o ` T&G DECKING SECTION 4 RE:PLAN WITH 3/4"0 X 6"(EMBED) \ RE:PLAN 3/4"= 1-0" LAG BOLT EACH SIDE 1 WELD TEE PLATE TO12 „oil TOP OF STEEL PLATE STEEL PLATE 1/4"X 3"PLATE AT 3" I— P- ,O RE:E:PLAN FROM BEAM CENTERLINE. RE:ARCH. ��; WELD TO BOTTOM \ 9 RE:ARCH FOR WOOD BEAM RE:PLAN PLATE WITH (2)-112"0 CUT PROFILE WIT(1/2"H RECESS)AT 4'0"ON CENTER THRU BOLTS �f,`,A,, 1/4"X 3"PLATE AT 3" 12 TYPICAL \ FROM BEAM CENTERLINE. / "/ RE:ARCH. 1-010 SECTION13 RE: PLAN WELD TO BOTTOM ��1, WOOD JOISTS PLATE WITH (2)-1/2"O ,�,,`,��� 3/4"= 1'-0" RE:PLAN I I = `, THRU BOLTS \ _ -Tali I T&G DECKING • RE:PLAN \f RE:PLAN F„-S\ - t-` OA* -, 1/4"X4"X9"TEE "' Wa!n ( \ PLATE WITH 1/2"0 X 5"(EMBED) r V Wir 03 FOR CONSTRUCTION 2017-09-07 LAG BOLT EACH „ „ STEEL BEAM I ► 1/4"X 4"X 9"TEE PLATE 02 PERMIT REVISIONS 2017-08-25 SIDE / RE:PLAN (2)-L4X4X1/4 X 0'6"WITH _A. WITH 3/4"0 X6"(EMBED) 01 BUILDING PERMIT ISSUE 2017-07-19 (6)-3/4"0 THRU-BOLTS - - LAG BOLT EACH SIDE WELD TEE PLATE TO TOP PROJECT NO.: 10663 WOOD BEAM NOTCHED AROUND ' OF STEEL BEAM SECTION9 STEEL BEAM. REPLAN DOUBLE WOOD JOISTS- SECTIONS ' WITH (2)- AT 4'0"ON CENTER THRU BOLTS RE:PLAN AND 12/S301 WOOD BEAM NOTCHED AROUND AND DETAILS 3/4"= 1'-0" (1/2"RECESS) STEEL BEAM RE:PLAN NOTE AT SIM.SECTION WITH 3/4'0 THRU-BOLTS 2x WOOD HEADER OR AT 4'-0"ON CENTER WALL BELOW SECTION 5 3/4"= 1'-0"